10178996_2101 N. GREENBRIER - Plan

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SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 90 MPH WIND AREAE 5.5" Extruded Fascia (Cetail L)California Extruded FaE :ia (Detail G) TABLE 5.5 Attached Freestanding or Attached Freestanding or Structure Multispan Units Structure Multispan Units GROUND TRIB POST POST MAX MAX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH SPACING REQD POST MIN FOOTER 8' |10 | 12 POST MIN FOOTER 8' |19 | 12 LOAD (Fr)ON SIAB FOR SPACING POST SIZEE CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOOTER (PSF)(FT)SLAB (FT)TYPE -d-(FT)TYPE ·d·.B | Nf On) On) I (In) I (In) On) On) On) I On) 90 MPH EXPOSURE 8 10 3 22'-8·A 11-5- A 19 20 21 23 12'4 A 20 20 21 22 LIVE 3.5 19'-5 A 11'€ A 20 20 21 22 11-5- A 20 20 20 22 LOAD 4 17'-0-A 10'-8- 8 21 21 21 22 10'-11" B 21 21 21 21 ONLY 4.5 15'-1-A 10'-4- 8 21 21 21 22 10-4- B 21 21 21 21 5 13'-r A 10-1- 8 22 22 22 22 9-9- B 22 22 22 22 5.5 12'-4-A 5-10- 8 22 22 22 22 9-3- B 22 22 22 22 6 11'-4-A 9'-6-C 23 23 23 23 8'-10- B 22 22 22 22 6.5 10'-5-A 9-1-C 23 23 23 23 8'-5" B 22 22 22 22 7 94"A 8-9-C 23 23 23 23 8'-1 -C 23 23 23 23 7.5 9.1 A 8'-5-C 24 24 24 24 7-9" C 23 23 23 23 8 E-e A 8-1-C 24 24 24 24 74" C 23 23 23 23 8.5 E-7 A 7-10- C 24 24 24 24 7-3- C 23 23 23 23 9 Te A 7-6- C 24 24 24 24 7-0- C 24 24 24 24 9.5 T-T A 7-4-C 24 24 24 24 6%9" C 24 24 24 24 10 6 9 A T-1-C 24 24 24 24 6'-r C 24 24 24 24 11 6'-2 A 648-C 25 25 25 25 6'-3" C 24 24 24 24 12 5'-8-A 6'-4- C 25 25 25 25 5-11- C 25 25 25 25 13 57 A 6'-1-C 25 25 25 25 57 C 25 25 25 25 90 MPH EXPOSURE C or 105 N PH EXPCSURE B 10 3 27-8 A 107 A 21 21 23 24 11'-4- A 22 22 22 24 LIVE 35 19-5 A 19-2- 8 22 22 23 24 10-9- 8 22 22 22 23 LOAD 4 1 r-0'A 9-10- 8 23 23 23 24 10-2· B 23 23 23 23 ONLY 4.5 15'-1'A 9-7- 8 23 23 23 24 9%6" 8 23 23 23 23 5 13'-7-A 9'-4-C 24 24 24 24 8011· B 24 24 24 24 5.5 12%4"A 9'-1-C 25 25 25 25 8'-6"C 24 24 24 24 6 11'-T A 8'-8- C 25 25 25 25 8'-1 C 24 24 24 24 6.5 100-5-A 84- C 25 25 25 25 7-9- C 25 25 25 25 7 94 A £4- C 25 25 25 25 T-5 C 25 25 25 25 7.5 9-1"A T-8- C 26 26 26 26 7-1-C 25 25 25 25 8 E€A 7-4-C 26 26 26 26 6-10- C 25 25 25 25 8.5 E-7 A T-1-C 26 26 26 26 67 C 25 25 25 25 9 74 A 6-10- C 26 26 26 26 6-5" C 26 26 26 26 9.5 T-7 A 6'-8-C 26 26 26 26 602 C 26 26 26 26 10 6'-9 A 6'-5-C 27 27 27 27 6'-0- C 26 26 26 26 11 6'-2 A 6'-1-C 27 27 27 27 9-8- C 26 26 26 26 12 5'4 A 5-9- C 27 27 27 27 5'4- C 27 27 27 27 13 5'-2"A 5'-6- C 28 28 28 28 9-1"C 27 27 27 27 90 MPH EXPOSURE B 20 3 11'-10 A 11'-0- 8 19 20 21 22 10-7-B 19 19 20 21 LIVE 3.5 10·-2'A 10'-5- 8 20 20 21 22 9'-9" B 19 19 20 21 LOAD 4 8·-11-A 9-9- B 20 20 21 22 94" B 20 20 20 21 ONLY 4.5 T+11-A 9-2- C 20 20 20 22 8'-6" 8 20 20 20 21 5 7-1"A 8'-7- C 21 21 21 22 8'-0- C 20 20 20 20 0.041"x3"*3" Steel Cloverleaf (Detail W) Attached Freestanding or Structure Multispan Units MAX MAX POST LENGTH GROUND POST MIN FOOTER 8' |1(y | 17 SNOW SPACING POST SIZE CONSTRAINED FOOTER LOAD (FT)TYPE Y 4 -d» (PSF) (in) (In) (in) On) 10 9- A 19 21 22 23 30 9'-10- A 19 20 22 23 9-1- A 20 20 21 23 8'-6- A 20 20 21 22 T-11- A 20 20 21 22 7-5- A 20 20 21 22 T-1 B 21 21 21 22 6'-8" B 21 21 21 21 6-5- 8 21 21 21 21 6-1- 8 21 21 21 21 5'-10- 8 21 21 21 21 57 8 21 21 21 21 5-5- 8 22 22 22 22 57 8 22 22 22 22 5'-0" 8 22 22 22 22 4'-8" B 22 22 22 22 30 4-5-B 22 22 22 22 4-2- 8 22 22 22 22 9-10- A 21 22 24 25 94- A 21 22 23 25 8-3- A 21 21 23 24 T€ 8 22 22 23 24 7'-2" B 22 22 22 24 6-9" B 22 22 22 23 E-4" 8 22 22 22 23 6*-0- B 23 23 23 23 5-9- B 23 23 23 23 5'-6- B 23 23 23 23 5-3- B 23 23 23 23 5'-0" B 23 23 23 23 40 4'-10-B 23 23 23 23 4-8- B 24 24 24 24 44- B 24 24 24 24 47 C 24 24 24 24 3'-11 C 24 24 24 24 3'-9- C 24 24 24 24 8'-9- A 18 20 21 22 7'-11" A 18 19 21 22 1-3- A 18 19 21 22 0-9- B 18 19 20 22 6'-3-B 19 19 20 21 5.5" Extruded Fascia (Detail L) TABLE 5.5 Attached Freestanding or Structure Multispan Units TRIB POST POST MAX MAD< POST LENGTH WIDTH SPACING REQU POST MIN FOOTER 8' | 10' | 12' (FT) ON SLAB FOR SPACING POST SIZE CONSTRAINED FOOTER (FT)SLAB (FT)TYPE Y .(f | .< .€ (In) On) I on) I (In) 90 MPH EXPOSUFE B 3 9-6-A 10-7- B 19 20 21 22 3.5 8-2-A 9'-11"C 19 19 21 22 4 7-1- A 9-2- c 20 20 20 22 4.5 5-4.A 87 C 20 20 20 21 5 9-8 A 8'-1- C 20 20 20 21 5.5 5-2- A 7-8-C 21 21 21 21 6 4-9- A Ly C 21 21 21 21 6.5 4'-4"A 6-11" C 21 21 21 21 7 4'-1 A 67 C 21 21 21 21 7.5 3-9 A 64- C 21 21 21 21 8 3'€ A 6-1- C 22 22 22 22 8.5 3'-4-A 5-10- C 22 22 22 22 9 3-2- A 9-8- C 22 22 22 22 9.5 3'-0- A 5-6- C 22 22 22 22 90 MPH EXPOSURE C or 105 6 PH EXP)SURE B 3 9-6-A 9-11- B 21 21 23 24 3.5 8-2- A 9.1-C 21 21 22 24 4 7'-1' A 5-5-C 21 21 22 23 4.5 6-4-A 7-10- C 22 22 22 23 5 5-8- A 7-5- C 22 22 22 23 5.5 5'-2- A 7-0" C 22 22 22 23 6 4'-9- A 6'€ C 23 23 23 23 6.5 4'-4- A 6'4 C 23 23 23 23 7 4'-1- A 6'-0"C 23 23 23 23 7.5 3'-9" A 5-9" C 23 23 23 23 8 3'€ A 57 C 24 24 24 24 8.5 3'-4- A 5-4" C 24 24 24 24 9 3-2- A 5-2- C 24 24 24 24 9.5 3'-0- A 54" C 24 24 24 24 90 MPH EXPOSUFE C or 105 4 PH EXP)SURE B 3 7-2" A 9'-0.C 20 21 22 24 3.5 6-2 A E-3- C 20 20 22 23 4 5'-5- A r-8- C 21 21 22 23 4.5 4'-9- A 701-C 21 21 21 23 5 4'-4- A 6-8- C 21 21 21 23 5.5 3-11- A 5-4-C 22 22 22 22 6 37 A 6-0- C 22 22 22 22 6.5 3-4- A 5'-8 C 22 22 22 22 7 3'-1" A 5'-5- C 22 22 22 22 75 2'-10" A 5'-2-C 23 23 23 23 8 7-8- A 5'-0-C 23 23 23 23 8.5 2·.6-A 4-10- C 23 23 23 23 9 2'-4" A 4'-7- C 23 23 23 23 Californ,a Extruded Fascia (Detail G) Attached Freestanding or Structure Multispan Units MAX MAX POST LENGTH POST MIN FOOTER / 1 100 | 17 SPACING POST SIZE CONSTRAINED FOOTEF (FT)TYPE ·cr d | 9 | 7 (In) On) I On) 1 (In) 10-0- 8 18 19 20 21 9.2-8 19 19 20 21 8-6- 8 19 19 19 21 C 20 20 20 20 r€ C 20 20 20 20 T-1- C 20 20 20 20 5-9- C 20 20 20 20 6-5-C 21 21 21 21 6-2- C 21 21 21 21 5-11-C 21 21 21 21 5'-8- C 21 21 21 21 54- C 21 21 21 21 9-3- C 21 21 21 21 5-1-C 22 22 22 22 9-2.B 20 20 21 23 8'-5-B 21 21 21 22 7-10- C 21 21 21 22 74- C 21 21 21 22 6+11- C 22 22 22 22 C 22 22 22 22 67 C 22 22 22 22 5'-11"C 22 22 22 22 5'-7" C 23 23 23 23 5-5"C 23 23 23 23 5'-2- C 23 23 23 23 5-0- C 23 23 23 23 4-10- C 23 23 23 23 4'-8- C 24 24 24 24 84" 8 19 20 21 22 T€ C 20 20 21 22 r-1- C 20 20 21 22 6-7- C 21 21 21 22 6-3-C 21 21 21 22 5-10- C 21 21 21 21 57 C 21 21 21 21 54-C 22 22 22 22 5'-1-C 22 22 22 22 4%10' C 22 22 22 22 4'-8-C 22 22 22 22 4'-6- C 22 22 22 22 4'-4"C 23 23 23 23 0.041"x3"x3" Steel Clc verleaf (Detail W) Attached Freestanding or Structure Multispan Units MAX MAX POST LENGTH POST MIN FOOTER 8'1 W 1 12' SPACING POST SIZE CONSTRAINED FOOTER (FT)TYPE ··.B | .d- |Id' (In)(In) I On) I On) 8'-1" A 17 20 21 22 T-4-B 17 19 21 22 69 8 18 19 20 22 6'-3"B 18 19 20 21 5'-10- B 18 18 20 21 54" B 18 18 20 21 5'-2"B 19 19 19 21 4'-11" B 19 19 19 20 4'-8" B 19 19 19 20 4'-5-B 19 19 19 20 4'-3 8 19 19 19 20 4'-0- C 19 19 19 20 3'-10- C 19 19 19 20 3'-9-C 19 19 19 20 7'-5 A 19 21 22 24 6-8- 8 19 21 22 23 67 8 19 20 22 23 5-8" 8 20 20 21 23 57 8 20 20 21 23 4-11- 8 20 20 21 22 4%8" 8 20 20 21 22 4-5- 8 20 20 21 22 4'-2-8 21 21 21 22 4'-0" B 21 21 21 22 3-9- C 21 21 21 22 3-r C 21 21 21 21 3'-6" C 21 21 21 21 3'-4"C 21 21 21 21 6'7 8 18 21 22 23 6'-0" B 18 20 22 23 5'-6" B 19 20 21 23 5'-1" B 19 20 21 22 4'-8 8 19 19 21 22 4'-5 B 19 19 21 22 4'-1"8 19 19 20 22 Dll-B 20 20 20 22 3'-8"C 20 20 20 22 34" C 20 20 20 21 3'-4- C 20 20 20 21 3'-2- C 20 20 20 21 20 21 5.5 6'-5"A 8-2- C 21 21 21 21 7-7 C 21 21 21 21 5·-11- B 19 19 20 21 90 MPH EXPOSUEE 8 /522142'44.6 5'-11"A 7-9- C 21 21 21 21 7-2" C 21 21 21 21 57 8 19 19 20 21 40 3 T.2 A 98" C 18 19 21 22 9-0" 8 18 18 20 21 ./(<;0, pnb„iG 1 6.5 5'-5"A 7-5" C 22 22 22 22 6'-11- C 21 21 21 21 57 8 19 19 19 21 3.5 6'-2"C 19 19 20 22 8'-3" C 18 18 19 20,pu \ trq····4·7 5'-1"A T-1" C 22 22 22 22 6'7 C 21 21 21 21 50" 8 19 19 19 21 4 5-5 C 19 19 20 21 T-8"C 18 18 19 y a 1\ *\12\7.5 4'-9 A 5-10' C 22 22 22 22 64 C 21 21 21 21 4-9- B 20 20 20 20 4.5 *i.l-2 19 19 20 21 T-1 C 19 19 8 40-5-A 5-6" C 22 22 22 22 6'-1 C 22 22 22 22 4'-7- B 20 20 20 20 r 93&9U 6.I2-, 20 01 6%8· C 19 19 (6 < 6411 391 4 18.5 4'-2"A 6-4- C 22 22 22 22 5'-10- C 22 22 22 22 4'-5- 8 20 20 20 20 19 19 19 |20 | I 1 | 9 3'-11 A 6'-1- C 22 22 22 22 5-8- C 22 22 22 22 4%2- B 20 20 20 20 9.5 3-7 A 5'-11- C 23 23 23 23 5·€ C 22 22 22 22 4'-1" B 20 20 20 20 42>14-EL. c10 3'-6 A 548"C 23 23 23 23 54" C 22 22 22 22 3'-11' B 20 20 20 /*1 11 3'-2-A 5'-4" C 23 23 23 23 5'-0"C 23 23 23 23 3'-8" C 20 20 20 20 7.5, 7.Der-.:1,1"fi ch.4*%:Wi 2%21VIL / / 12 2'41 A 5'-1-C 23 23 23 23 4'«C 23 23 23 23 30-5" C 20 20 20 20 84 *8/1 a•A j .Wd-* 9% /2.0 -1:"LYYOFCALFO13 2'-8-A 4'-10- C 24 24 24 24 4'-6-C 23 23 23 23 3'-3" C 21 21 21 21 A 8'-10 A 8'-2" A €1 2 L *7ed ONA \13 Re 8,T 20 2011 \LE-CA L /2 NOV 5 2012 ICC ESR 1398 (2009 IBC) 10/11/2011 Page 22 of 60 rbires 9/301'Zp